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HomeMy WebLinkAbout310059_Application_20240327ROY COOPER Covernor ELIZABETH S. BISER Secretory RICHARD E. ROGERS, JR. Director Dail Family Farm Land LLC Rainbow Faun 825 E NC 24 Hwy Kenansville, NC 28349 NORTH CAROLINA Environmental Quality February 12, 2024 Subject: Application for Renewal of Coverage for Expiring State General Permit Dear Permittee: Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits, which expire on September 30, 2024. In order to ensure your continued coverage under the State Non -Discharge General Permits, you must submit an application for permit coverage to the Division of Water Resources (DWR) by April 3 2024 Enclosed you will find a "Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non -Discharge General Permit." The application form must be completed, signed by the Permittee, and returned to the DWR by April 3, 2024. Mailing Address: NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699 1636 Email: animal.overations@deo.nc.gov phone: (919) 707 9129 Please note that you must include one (1) copv of the Certified Animal Waste Management Plan (CAWMP) with the completed and signed annlication form. A list of items included in the CAWMP can be found on page 2 of the renewal application form. Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty. Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1 and could result in assessments of civil penalties of up to $25,000 per day. Copies of the animal waste operation State Non -Discharge General Permits are available at www.deg.nc.gov/animalperTnits2024. General permits can be requested by writing to the address above. If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129. Sincerely, A; Michael Pjetraj, Deputy Director Division of Water Resources Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non -Discharge General Permit -�' NarartbCUUDQ tmentofEartmnmeatalq"litr DisisioaofW&"rRtsoWM 512 North 5dhbwy Street 1636 afail Serrica Ceatir Raleisb, North Carolina 27699.1636 "9 919.7079129 State of North Carolina Department of Environmental Quality Division of Water Resources Animal Waste Management Systems Request for Certification of Coverage Facility Currently covered by an Expiring Sate Non -Discharge General Permit On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications must be received by the Division of Water Resources by no later than April 3, 2024. Please do not leave any question unanswered. Please verify all information and make any necessary corrections below. Application must be signed and dated by the Permittee. I . Certificate Of Coverage Number: AWS310059 2. Facility Name: Rainbow Farm 3. Permittee's Name (same as on the ate Management Plan): Dail Family Farm Land LLC 4. Permittee's Mailing Address: �E NC 24 Hwy City: Kenansville State: NC 910 4.10 0,30'$ Telephone Number: 40-296-W44 Ext. E-mail: 5. Facility's Physical Address: Sr 1927 215 Brown Farm Ln City: Warsaw State: NC 6. County where Facility is located: Dunlin 7. Farm Manager's Name (if different from Landowner): g, Farm Manager's telephone number (include area code): 9. Integrator's Name (if there is not an Integrator, write "None"): 10. Operator Name (OIC): Paul Edward Dail Jr. 11. Lessee's Name (if there is not a Lessee, write "None"): 12. Indicate animal operation type and number: Current Permit: Operations Type Swine - Wean to Finish Operation Types.• Murphy -Brown LLC Phone No.: 910-296-1017 Allowable Count 6,691 Zip: 28349 Zip: 28398 OIC #: 17825 Swine Cattle Dry Poultry Other Types Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses Wean to Feeder Dairy Heifer Laying Chickens Horses - Other Farrow to Finish Milk Cow Pullets Sheep- Sheep Feeder to Finish Dry Cow Turkeys Sheep - Other Farrow to Wean Beef Stocker Calf Turkey Pullet Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow Wet Poultry Gilts Other Non Laying Pullet Other Layers 13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information. Make all necessary corrections and provide missing data.) Structure Name Structure Type (Lagoon/Digester/ WSP) Estimated Date Built Liner Type (Clay, Synthetic, Unknown) Capacity (Cubic Feet) Estimated Surface Area (Square Feet) Design Freeboard "Redline" (Inches) I Lagoon Full, clay 756,190.00 100,633.00 20.00 2 Lagoon Full, clay 670,804.00 91,442.00 20.00 Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via email to the email address below. The CAWMP must include the following components: 1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing: a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.) b. A map of every field used for land application (for example: irrigation map) c. The soil series present on every land application field d. The crops grown on every land application field e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP f. The maximum PAN to be applied to every land application field g. The waste application windows for every crop utilized in the WUP h. The required NRCS Standard specifications 2. A site map/schematic 3. Emergency Action Plan 4. Insect Control Checklist with chosen best management practices noted 5.Odor Control Checklist with chosen best management practices noted 6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist 7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility. 8. Operation and Maintenance Plan If your CAWMP includes any components not shown on this list, please include the additional components with your submittal. (e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.) I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that, if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for a similar offense.) Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation): Name (Print): CJ M.D y I-J . ZA ti- Signature:+ d,,, W • 9o�'Q Name (Print): Signature: Name (Print): Signature: Title: o k�stq E 2.. Date: _ � Q17 4oa4- Title: Date: Title: Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: E-mail: animal.operations@deq.nc.gov NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Murphy -Brown, LLC 4/27/2018 2822 Hwy 24 west P.O. Box 856 Warsaw. NC 28398 NUTRIENT UTILIZATION PLAN Grower(s): Farm Name: Dail Family Farm Land, LLC Rainbow Farm; AWS310059 Count : Du lin Permit Capacity: Farrow to Wean Farrow to Feeder Farrow to Finish Wean to Feeder Wean to Finish 6691 Feeder to Finish Gilts Boars Storage Structure: Anaerobic Lagoon Storage Period: >180 days Application Method: Irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner. 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. 2. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. 3. Normally waste shall be applied to land eroding at less than 5 tons per acre per year. Waste may be applied to land eroding at 5 or more tons per acre annually, but less than 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DWR regulations. 5. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. 1of11 This plan is based on the waste application method shown above. If you choose to change methods in the future, you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc,}: CapacitX Type Waste Produced er Animal Total Farrow to Wean 3203 gaUyr gallyr Farrow to Feeder 3861 gaUyr gallyr Farrow to Finish 10478 gaUyr gal/yr Wean to Feeder 191 galtyr gaUyr 6591 Wean to Finish 776 gaUyr 5,192,216 gal/yr Feeder to Finish 927 gal/yr gallyr Gilts 1016 gal/yr gallyr Boars 2969 gaUyr 2ayyr Total 5,192,216 gallyr AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs): Capacity T Nitrogen Produced ger Animal Total Farrow to Wean 3.84 lbs/yr Ibs/yr Farrow to Feeder 6.95 ibs/yr lbs/yr Farrow to Finish 18.86 Ibslyr ibstyr Wean to Feeder 0.34 Ibs/yr Ibs/yr 6691 Wean to Finish 1.4 Ibs/yr 9,367 Ibs/yr Feeder to Finish 1.67 Ibs/yr Ibs/yr Gilts 1.83 Ibslyr Ibslyr Boars 6.33 Ibs/ r Ibslyr Total 9,367 Ibs r Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. LAND UTILIZATION SUMMARY The following table describes the nutrient balance and land utilization rate for this facility Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced on this facility to the amount of nitrogen that the crops under Irrigation may uptake and utilize in the normal growing season. Owned Total Irrigated Acreage: 36.92 Total N Required 1st Year: 9997.94 Total N Required 2nd Year: 0.00 wlAgreement 175.69 20196.04 (All Corn) Average Annual Nitrogen Requirement of Crops: 9,997.94 Total Nitrogen Produced by Farm: 9,367.40 Nitrogen Balance for Crops: (630.54) The following table describes the specifications of the hydrants and fields that contain the crops designated for utilization of the nitrogen produced on this facility. This chart describes the size, soli characteristics, and uptake rate for each crop in the specified crop rotation schedule for this facility. 2of11 SLUDGE APPLICATION: The following table describes the annual nitrogen accumulation rate per animal in the lagoon sludge Farm Specifications PAN! rlanimal Farm Total/ r Farrow to Wean 0.8 Farrow to Feeder 0.96 Farrow to Finish 3.9 Wean to Feeder 0.07 6691 Wean to Finish 0.27 1806.57 Feeder to Finish 0.34 Gilts 0.39 Boars 0.55 The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application -of nutrients or other elements. Your production facility will produce approximately 1806.57 pounds of plant available nitrogen per year and will accumulate in the lagoon sludge based on the rates of accumulation listed above. If you remove the sludge every 5 years, you will have approximately 9032.85 pounds of plant available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the rate of 300 pounds of nitrogen per acre, you will need 30 acreas of land. If you apply the sludge to cam at a rate of 125 pounds per acre, you will need 72.2628 acres of land. Please note that these are only estimates of the, PAN produced and the land required to utilize that PAN. Actual values may only be determined by sampling the sludge for plant available nitrogen content prior to application Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific application fields designated for sludge application at time of removal. APPLICATION OF WASTE BY IRRIGATION: The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation Is the method of land application for this plan, it is the responsibility of the producer and Irrigation designer to ensure that an irrigation system is installed to property Irrigate the acres shown in the preceding table. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. `This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for >180 days of temporary storage and the temporary storage must be removed on the average of once every 6 months. In no instance should the volume of the waste stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown In the tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. 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'] !fi Its 77 !1'f e�7 ? ti7 Ih In in --Q) 3 C A W Q .[L7 ,@O1 XW.f .p.bL - 4.71WJ WtiLL! :.q atAa lb¢Lt 44. L is- Ubp yi U oolatatal:scncitacacsaacsUcaGascatacsral�l�csnncacsoor.c�r�c,ncanO U _ .... Q �~ H w'KI ''pp V1 yyl V$ R O y Q TTTn ._ }•,.pt, YJ O X- ti% r. A f3� O � � 2) O d �•�Q'R '7 •':' Q Q n iI z zzz d oTSQJ' c 3 J Q�} yS tl tacrytat�t�c�icit�t�t3cit7c� _ _ Qz2 -Y G as r ° --- �' --c $ m.. _ b ANf M PttJm<-hN!1 N r M V' WtWD, Y1�llttyymc�f{ Yty V 1�1 cOfJ W j: .. N a io 2 ;: A)i m 'P&I b � Oi W Cti t'1 N M tV ti N N N t'ti SV th a'i tY ttI YT M .r7 Y M N V Yr N'i CV r: t.i Y M <+` tV t`'r' M o N N Vi � _ � r at O lL Q Gi4C1 <LN<,; N M/y t(s +(Cq V Y+if Y) 41Ud Vf tph 1lmmOt-Nv V t(7 tD i,. W aT eC RSp 4r t7) _ NN V Q�p�N �NNq� tV R U IS �! q fV•' __ _ N li�i n i n 1* ht.•n.1�.ni-n1..n1. m"MMMMMMC>MMMMMMM MMMM �)MM 2 V V V VMMMM hPh h M M Miy IssSPVSLrtl)d7tDfp qq• qq t')MMCI a}}• yy• qqQQ b Iy W tptpWfDnrw Y(�S WW mp h• MfMy CSr,ry gtpp `Ij ti'p W }yO tto) p. 1_ p_ h•, f. 1- 1., 1 t' I- t- t- W F I^ i- 4- !^• P }, !- 1.. I_' �)M{s,Mt'T j.._ !•• )- H 7- 1'" #- {•. F F- 4- h• �- E•- f- � i_ p £r O U M This plan does not include commercial fertilizer. The farm should produce adequate plant available nitrogen to satisfy the requirements of the crops listed above. The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. In interplanted fields (i.e. small grain, etc, Interseeded in bermuda), forage must be removed through grazing, hay; and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine Inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care should be exercised not to let small grain reach maturity, especially late in the season (i.e. April or May). Shading may result if small grain gets too high and this will definitely interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on the time small grain is planted in the fall. The ideal time to interplant small grain, etc, is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or cut to a height of about two inches before drilling for best results. CROP CODE LEGEND Crop Code Crop Description -Harvested As A Barley Grain Crop B Grazed Hybrid Bermudagrass Pasture/Grazed C Hybrid Bermudagrass Hay Hay BIC Comb. Hybrid Bermudagrass Graze/Hay Combination D Corn - Grain Grain Crop E Corn • Silage Silage F Cotton Cotton Lint G Grazed Fescue Pasture/Grazed H Fescue Hay Hay I Oats Grain Crop J Rye Grain Crop K Grazed Overseed Pasture/Grazed (Seeded in Bermudagrass) L Overseed Hay Hay (Seeded In Bermudagrass) M Grain Sorghum Grain Crop N Wheat Grain Crop O Soybean Grain Crop P Pine Trees Pine Trees S Small Grain Grain Crop/ Hay (After Grain Crop) CC Cover Crop Not Harvested; Burned/Disked In Acres shown in the preceding table are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. 4of11 Application Rate Guide ' The following is provided as a guide for establishing application rates and amounts. Soil Application Rate Application Amount Tract Hydrant Type crop inlhr * inches T1365 1 Marvyn C 0.66 1 T1365 2 Marvyn C 0.65 1 T1365 3 Marvyn C 0.65 1 T1365 4 Marvyn C 0.65 1 T1365 5 Marvyn C 0.65 1 ?` T1365 6 Marvyn C 0.65 1 T1365 7 Marvyn C 0.65 1 T1365 Sub 1 Marvyn C 0.66 1 6 of 11 NUTRIENT UTILIZATION PLA14 CERTIFICATION Name of Farm: Rainbow Farm; AWS310069 Owner. Dail Family Farm Land, LLC Manager: Owner/Manager Agreement: Uwe understand and will follow and implement the specificatlons and the operation and maintenance procedures established In the approved animal waste nutrient management plan for the farm named above. Uwe know that any expansion to the existing design capacity of the waste treatment and/or storage system, or construction of new facilities. will require a new nutrient management plan and a new certification to be submitted to DWR before the new animals are stocked. l/we understand that I must own or have access to equipment, primarily irrigation equipment to land apply the animal waste described In this nutrient management plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in the event of a 26 year 24 hour storm. 18180 certify that the waste will be applied on the land according to this plan at the appropriate times and at rates which produce no runoff. This plan will be tiled on site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWR upon request. Name of Facility Owner. Dail FOMIIX Farm Land 1I Signature: 14 Name of Manager (if different from owner): Signature: Name of Technical Specialist- +ate Affiliation: Address: M. Kevin Weeton Sm 1i field No Production Division 2822 24 Wes PO Drawer 8fi$ Warsaw NC 48398' Telephone: 910 293-34U Signature: S of 11 firlio NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS 1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. 2 There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of the waste, he/she shall provide evidence of an agreement with a landowner, who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Utilization Plan when there is a change in the operation, Increase in the number of animals, method of application, recieving crop type, or available land. 3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of applications for other nutrients. 4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips). 5 Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the land application field. 6 When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (See "Weather and Climate in North Carolina" for guidance). 7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor and flies. S Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS 9 Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10 Nutrients from waste shall not be applied In fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11 Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that Is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer than 25 feet to perennial waters. 12 Animal waste shall not be applied closer than 100 feet to wells. 13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14 Waste shall be applied in a manner not to reach other property and public right-of-way s. 15 Animal waste shall not be discharged into surface waters, drainageways, or Wetlands or by over -spraying. Animal waste may be applied to prior converted cropland provided have been approved as a land application site by a "technical by discharge be applied on grassed waterways that discharge directly into water courses,p ded the fields specialist". Animal waste shall r►at waterways, waste shall be applied at agronomic rates in a from the site. manner that causes t10 runoff or used rift 16 Domestic and Industrial waste from discharged into the animal waste management facilities showers system, toilets, sinks etc., shall not be 10 of 11 NCDENR, DEQ Division of Water Resources Animal Feeding Operations 1636 Mail Service Center Raleigh, NC 27699-1636 RE: COC Modification Request To: Whom It May Concern, With this letter, Dail Family Farm Land LLC, owner of Rainbow Farm, COC # AWS310059, requests a modification to this COC to install new/additional irrigation at this farm. Owner Signature Date iVUTRIENT UTILIZATION PLAid REQUIRED SPECIFICATIONS 17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 18 If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution and erosion, 19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site. 20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumptio only be applied pre n, it should -plant with no further applications of animal waste during the crop season. 21 Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will'be required to mark the maximum storage volume for waste storage ponds. 22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soil shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept for a minimum of five years, Poultry dry waste application records shall be maintained for a minimum of three years. Waste application records for all other waste shall be maintained for a minimum of five years. 23 Dead animals will be disposed of in a manner that meets !North Carolina re gulations. 11 of 11 NUTgIENT UTILIZATION PLAN CERTIFICATION e of Farm: Rainbow Farm; AWS310069 or: Dail Family Farm Land, LLC aster: Owner/Manager Agreeitrent: ! Itwe understand and Willi follow and implement the specifications and the operation and maintenance procedure$ established in the approved animal waste nutrient management plan for the farm named! above. Itwe know that any expansion to the existing design capacity of the waste treatment and/or storage system, or construction of new facilities, will require a new nutrient management plan and a new certification to be submitted to DWR before the new animals are stocked. I/we understand that I must own or have access to equipment, primarily irrigation equipment, to land apply the animal'waste described in this nutrient management plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates which produce no runoff. This plan will be filed onIIsite at the farm office and at the office of the local Soil and Water Conservation District aZ will be available for review by NCDWR upon request. Name of Facility Owned: Signature: Dail Family Farm Land, LLC v uare Name of Manager (if different from owner): Signature: Date !Jame of Technical Specialist: M. Kevin Weston Affiliation: Smithfield Hog Production Division Address: 2822 Hwy 24 West, PO Drawer 856 Warsaw, NC 28398 Telephone: (910) 293-3434 Signature: 8 of 11 Grower(s): Farm Name: Permit N Storage 5ti Storage Pe Application 4/18/2022 UTRIENT UTILIZATION PLAN to Wean Ito Feeder rto Finish to Feeder to Finish r to Finish Dail Family Farm Land, LLC Rainbow Farm; AWS310059 �� >180 days Irrigation 2822 Hwy 24 West A.O. Sox 856 Warsaw, NC 28398 The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or gr. g undwater. The plant nutrients in the animal waste should be used to reduce the amount of cimmercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan Iuses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced ifor realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waaste and to ensure that it is applied in an environmentally safe manner: 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. 2. Soil types al'e important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. 3. Normally w�ste shall be applied to land eroding at less than 5 tons per acre per year. Waste May be applied to land eroding at 5 or more tons per acre annually, but less than 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of theseconditions may result in runoff to surface waters which is not allowed under DWR regulations. 5. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. 1 of 11 This plan is based on the wasite application method shown above. If you choose to change methods in the future, you need to revise this plan. Nutrient levels for different application methods are not the same, .. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. In so a cases you may want to have plant analysis made, which could allow additional waste to be a plied. Provisions shall be made for the area receiving waste to be flexible so as to accomm ate changing waste analysis content and crop type. Lime must be applied to maintain pH in t, a optimum range for specific crop production. This waste utilization plan, if darried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft', tons, etc.): Capacity I Type Waste Produced perAnimal Total Farrow to Wean 3203 gallyr gallyr Far�ow to Feeder 3861 gallyr gallyr Fa row to Finish 10478 gallyr gallyr Wean to Feeder 191 gaVyr gallyr 6691 Wean to Finish 776 gaVyr 5,192,216 gallyr Feeder to Finish 927 gaVyr gallyr Gilts 1015 gaVyr gallyr Boars 1 2959 gaVyr I gal/yr I Total 5,192,216 al r I AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs): Capacity I Type Nitrogen Produced per Animal Total Fa row to Wean 3.84 Ibstyr Ibstyr Far ow to Feeder 6.95 Ibstyr Ibstyr Fa brow to Finish 18.86 Ibstyr Ibstyr Wean to Feeder 0.34 Ibstyr Ibstyr 6691 Wan to Finish 1.4 Ibstyr 9,367 Ibstyr Fe der to Finish 1.67 Ibstyr Ibstyr Gilts 1.83 Ibstyr Ibstyr Boars 5.33 Ibstyr Ibstyr Total 9,367 lbs r Applying the above amount o waste is a big job. You should plan time and have appropriate equipment to apply the waste In a timely manner. LAND UTILIZATION SUMMARY The following table describes the nutrient balance and land utilization rate for this facility Note that the Nitrogen Balanct for Crops Indicates the ratio of the amount of nitrogen produced on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize in the normal growing seasonl Owned wlAgreement Total Irrigated Acreage: 36.92 175.69 [otal N Required 1st Year: 9997.94 20196.04 (All Corn) T tat N Required 2nd Year: 0.00 Average Annual Nitrogen Requirement of Crops: 9,997.94 Total Nigogen Produced by Farm: 9,367.40 Nit rogen Balance for Crops: (630.64) The following table describes Iihe specifications of the hydrants and fields that contain the crops designated for utilization of the nitrogen produced on ibis facility. This chart describes the size, soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this facility. 2of11 O���iii�i���°°�i1°°iiiiieiii�i°°� ���na������in���niii°�ii��lllii VIII������� �����A������Il����r ��� ��eii �"�nun�i�� � e�i� �����V�l� ������ �I�MII �IIIII III I IlAllllll �I��IIII�IIIIII III p�IIII ���II �IIIII I IIII �liui Iii��n �II I� n n0 ��III��II�IIIIIN I�O�NI uinmWnn�nn�ni nn n� ���i m �u���n i ! a �n��d���i�����rii uri'n I�� IIIYI�IINYIIIAII IIIIIIIYI IIIIII 2 N 1N MN0 u1m N +►NmM1M1Nmmm 0• hmh tD mmm Q�1+, T p S)c�Oiv yvvOtp pf N a V C A Itf N1p Np/ O 11 p7 0)i 40 tp p, O 0lnmM1 t�lmaSD C min G In Ll V� p1 M rY.� U"1 C1M1 m tV m mN l'1 I� KI m d0 a m r 00 p� 17 mNmmm m tC mh V V OfO� �} rN Uf C7 I1..,. pi h r pl t0 V �4Dn CI OhOh. tD pl M m«m +� CI � {p n r p F V V V M V M V fh N M V N N V V V /1i M V t0 V r N V N N M M M N r� r u o9 N ai ci ri ooROOa00 N N m m N N ri m N ��vv ri Fi N vi N N ri ri 00 N N eti ri g g$ ooa0000000aVVOO r r r iri •u O O O N M N s ti ao m Oo r 1..d mMmm r r r MMM r r r r � � �471+Im r r 1')m r r pi pi aD ai ai mm •o r r m r r r r Iri Iri � r� *r.. pi m mmmmN ai r pi m r rmm pi pi 1c Id � .- J z g g� .n 0Oaaaggrdl o0000 0 ogggacaSS888gaoggccccggSBS$000 000 0O o000 000 9= ti c O C 0 0 0 0 O O G O O O C O O O O C C D o 0 0 0 0 0 0 0 C 0 0 0 0 0 CS 0 0 2 m 0OOo oc adoo od$o oaO0o 0a6 'oo0 0O.a0Od oO�aOc+ aOd aoo$ O0O 0O0 Oo $o$ci$o$ci aooo0o a0eoa0o o$ 0000 0000000 zv U aq N A 6 Q L U m_ c N O d la Q M a �v z N n VY7 N NNmh w0 MMpp OUm N0 O OmN•M 10A NV Om N6M1 mM1M pIpp lVy tNp co m m0mV0 1 fMy7 _ p�pmC�f hV Omr NN Nm m m CO m M m m m M m 0) woc 0NN 1- hhuNl• O OmNr v{QMp m�mmM}• �yr@p gN n VVMnmVmVm MN V N N V V Vr N�Itpl r m r 2 N O N MMmmmMM O O N N o o N N O O N N o N iV o O N N Me'iMM�y O O N N O V N O V e� O O g o a 0 0 0 0 m�IG o a o 0 o 1p 1p VV O yy QQ O O o N V o O o V O g o � J cqmMcq mMC')MMM I+it� MM�� �� !�I^ iG tF tD 00 mm�mm Ol i7 mm m60.r- p1 mtp r rm r,., Q R a zV � v1 Ip r N N N N iq h N of Ifi h h N tlf tp tff � tp N of � P� r� H H H N to N V! � N' N a m J � mrnT yI//�� II��11 {i�f� mOoOOmGi ��I1 N�I ��yI m mm mlpiTOOO61 Ip N�I NN y��1 (�yy mG W �Ny (N� y1 •In� q yp1 r G Or G Oi O C py10m!0M/T C OG c;0 pmi COOO pl9 W d 66O w 0 Od OOOOO r e%d C.=G cnC6� C r 4 W GC cv $ooao$$$ '$$$$$g$000$`c�`c38c`�iBgFS$� �'yd' SSSSS S I e } o��i$r°i$$e`�rmic°di m r -{cancS w C C C C G yp1 C C d C G C C C C C C C C C C C C G G C C C C C C G C C C C C C C C C C 3 E� a >>>> a� 7 7 J 7 a 7 C _ p a r Q�J QaJ m D r W Ad QAJ r 0 r CA7 m a,p 8i C7 ,rp ,rp W 9i m aAi Ar CU r 0 ,p y� 91 Ci Oal pr Qr Q! Ol ,p r,p d rr Qt rra L ,p OR/ W Ay Al 'p tL LLtL W tL IL LL.LL W 4L W 12 tL LLLLLL W LL U- LLt1. IL W W ILLLILLLLLLL LL LLLL LLLL W LLLL J a a Ud O 0 0 0 G O O � g 0 0 0 0 Lt O O O O O O O O D O D O D O G O G G 0 0 0 0 04 wU 0 $ $ gg 0 i5 - O r t9C7G(?C7 t U' C9G�C7Uddd 2222"Z222 2Z < U' �2z � zz of .0 4: �i d N m � W MNp7 ttpp S�Vy t�pp V PO r�Cf ���jjlItUUI"�� ON,'��'1 p1ti V N �tp V M Yh�Np� ar-Nml aM1O �tNLi OIWIIG �i f0 h l� pO7 pt O �YN'f (j •� MM tV M N/M tV MN iV NNN CI f7 Nth Vf mt(I v N@Itl P7 N rm .tm lV mM 0 fY Nor p rp1 (y t1V d 'fl 4mQQtD rNNMM aamQmdQlQmQtO V if Iti 140) 0 f. W pi O r NM V NIpM1 QmQ M VTTCM(M O ��yyQ tlS ,,t,NQ� Qm w Q IL A$A� N C A N O om UOF S7 F" 1-}-F/-F-1-FF1-FF1-Fi-F-F-tF 1=F-F t-F 1-}-1-F-F1-F- fl i This plan does not include commercial fertilizer. The farm should produce. adequate plant available nitrogen to satisfy the requirements of the crops listed above. The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that a�dresses all nutrients. This plan only addresses nitrogen. In interplanted fields ( i.e.1small grain, etc, interseeded in bermuda), forage must be removed through grazing, hay, and/or silage. Where grazing, plants should be grazed when they reach a height of six to ni a Inches. Cattle should be removed when plants are grazed to a height of four inches. in fields where small grain, etc, is to be removed for hay or silage, care should be exercised not t� let small grain reach maturity, especially late in the season (i.e. April or May). Shading rr�ay result if small grain gets too high and this will definitely interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on the time small grain is planted in the fall. The ideal time to interplant small grain, etc, is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or cut.to a height of about two Inches before drilling for best results. CROP CODE LEGEND Crop Code Crop Description -Harvested As A ! Barley Grain Crop B j Grazed Hybrid Bermudagrass Pasture/Grazed C Hybrid Bermudagrass Hay Hay B/C Comb. Hybrid Bermudagrass Graze/Hay Combination D Com - Grain Grain Crop E Com - Silage Silage F Cotton Cotton Lint G Grazed Fescue Pasture/Grazed H Fescue Hay Hay Oats Grain Crop J Rye Grain Crop K Grazed Overseed Pasture/Grazed (Seeded in Bermudagrass) L Overseed Hay Hay (Seeded in Bermudagrass) M Grain Sorghum Grain Crop N Wheat Grain Crop O Soybean Grain Crop P Pine Trees Pine Trees S Small Grain Grain Crop/ Hay (After Grain Crop) CC Cover Crop Not Harvested; Burned/Disked In Acres shown in the preceding table are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. 4of11 T SLUDGE APPLICATION: The following table descril in the lagoon sludge Farml Soecifia the annual nitrogen accumulation rate per animal Farrow to Feeder 0.96 Farrow to Finish 3.9 Weep to Feeder 0.07 6691 Weep to Finish 0.27 Feeder to Finish 0.34 Gilts 0.39 Boar 0.55 1806.57 The waste utilization plan dust contain provisions for periodic land application of sludge at agronomic rates. The slude will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 1806.57 you , ds of plant available nitrogen per year and will accumulate in the lagoon sludge based on the rates of accumulation listed above. 1f you remove the sludge every 5 years, you will have approximately 9032.85 pounds of plant available nitrogen to utilize.' Assuming you apply this PAN to hybrid bermuda grass hayland at the rate of 300 pounds of nitrogen per acre, you will need 30 acreas of land. If you apply the sludge to corn at a rate of 125 pounds per acre, you will need 72.2628 acres of land. Please note that these are only estimates of the Pt N produced and the land required to utilize that PAN. Actual values may only be determined by sampling the sludge for plant available nitrogen content prior to application Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific application fields designated for sludge application at time of removal. APPLICATION OF WASTE BY IRRIGATION: The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, waterldroplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the rn�thod of land application for this plan, it is the responsibility of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown In the preceding table. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. `This is the maxi�nurn application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown ciannot be applied because of the nitrogen limitation. The maximum application amorInt shown can be applied under optimum soil conditions. Your facility is designed for �180 days of temporary storage and the temporary storage must be removed on the average lof once every 6 months. In no instance should the volume of the waste stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the evert of the 25 year 24 hour storm. It is the responsibility of the 'producer and waste applicator to ensure that the spreader equipment is operated properly to apply, the correct rates to the acres shown in the tables. Failure to apply the recommended rates and; amounts of nitrogen shown in the tables may make this plan invalid. Call your technical speciatis( after you receive the waste analysis report for assistance in determining the amount of rJaste per acre and the proper application prior to applying the waste. I 5of11 Application Rate a Guide The following is pr8yided as a guide for establishing application rates and amounts. Tract Hydra(it Soil Type crop Application Rate inlhr Application Amount ' inches T1365 1 Marvyn C 0.65 1 T1365 7 Marvyn C 0.66 1 T1365 P1 Marvyn C 0.65 ! 1 T1365 Sub 1; Marvyn C 0.65 1 6of11 Additional Comments: This plan revised to reflect new ownership and an animal type change from Feeder -Finish to ean-Finish. I land listen in the plan is available for use with an This plan revised 4/18/2022 to reflect the installation of a center pivot that replaces existing pulls 2-6. All other parameters remained the same. 7of11 i M i t- NUTRIENT UTILIZATION PLAN CERTIFICATION of Farm: Rainbow Farm, AWS310059 Dail Family Farm Land, LLC Owner/Manager Agree Uwe understand and willlIfollow and implement the specifications and the operation and maintenance procedure established in the approved animal waste nutrient management plan for the farm named above. Uwe know that any expansion to the existing design capacity of the waste treatment aidlor storage system, or construction of new facilities, will require a new nutrient management plan and a new certification to be submitted to DWR before the new animals are stocked. Uwe understand that I rn st own or have access to equipment, primarily irrigation equipment, to land apply the animal aste described in this nutrient management plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land according to this plan at, he appropriate times and at rates which produce no runoff. This plan will be riled onsite at the farm office and at the office of the local Soil and Water Conservation District a4will be available for review by NCDWR upon request. Name of Facility Owner;: Dail Family Farm Land, LLC Signature: Date Name of Manager (if different from owner): Signature: Name of Technical Specialist: M. Kevin Weston Affiliation: Smithfield Hog Production Division Address: 2822 Hwy 24 West, PO Drawer 856 Warsaw, NC 28398 Telephone: (910) 293-3434 Signature: , / `j,,,%�; j y1dJZaZt. Date 8 of 11 ENT UTILIZATION PLAN REQUIRE© SPECIFICATIONS 1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. 2 There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of the waste, he/she shall provide evidence of an agreement with a landowner, who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the waste,production facility to secure an update of the Nutrient Utilization Plan when there is a change in the operation, increase in the number of animals, method of application, recieving crop type, or available land. 3 Animal waste shall. be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of applications for other nutrients. 4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (See USDA, NRCSJField Office Technical Guide Standard 393 - Filter Strips). 5 Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the land application field. 6 When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on co �ventionally tilled cropland. When waste is applied to conservation tilled crops or grassland the waste may be broadcast provided the application does not occur during a season prone to flooding (See "Weather and Climate in North Carolina" for guidance). I I 7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur off�ite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor and flies. 8 Animal waste shall snot be applied to saturated soils, during rainfall events, or when the surface is frozen. 9of11 0 JUTRIENT UTILIZATION PLAN IV0111T 4:1QMaxC:I NO,rLei g Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste shoulcI also be considered. I I 10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11 Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall lie at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer than 25 feet to perennial waters. 12 Animal waste shall not be applied closer than 100 feet to wells. 13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14 Waste shall be applied in a manner not to reach other property and public right-of-ways. 15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge or by over -spraying.) Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste stall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16 Domestic and indus>rlal waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 10 of 11 ENT UTILIZATION PLAN REQUIRED SPECIFICATIONS 17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be Inspected regularly for evidence of erosion, leakage, or discharge. 18 If animal production) at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution and erosion. 19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns leaks and spills. A regular maintenance checklist should be kept on site. 20 Animal waste can beI used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste Is used on crops for direct human consumption, it should only be applied pre-Olant with no further applications of animal waste during the crop season. 21 Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soil shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept for a minimum f five years. Poultry dry waste application records shall be maintained for a minimum of three years. Waste application records for all other waste shall be maintained for a minimum of five years. 23 Dead animals will be disposed of in a manner that meets North Carolina regulations. .,,Rainbow Firm -AWS310059 Sprayfleld Specifications: Pulls Ag Rain 33 & Ag Rain 3� A '..":W/Nelson 150 Big Guns '/1.18" Nozzle @ 50 PSI ,.'2.05 GPM; 300' WD ..':200' Lane Spacing (TYP) I 7 IiV g Lagoon agoon Lagoon Hog Houses Pi 14.75 Ac. w/o End Gun 18.71 Ac. w/End Gun Machine Runs Full Length for 338 Machine Runs 395' Length for 22 End Gun Runs 207 Degrees Total) Specifications: Pivot Valley Standard Pivot 7000 Machine Length-455.7' End Gun Radius-94.8' Nelson SR100 End Gun w/0.7" Nozzle & Booster, Pump Pivot Base @ 48 PSI; 308.3 GPM :'-,(2.12,2 GPM Machine + 93',.1 GPM End Gun) GRAPHIC SC4 LE 3d() 0 150 300� $00 IN FEET I inch = 300 f L.1 Tib a -Pull/Hyd Acres -j 1 2.35 7 2.44 Pi 18.71 Total 23.50 eqrees eqrees I Total FId I = 36.92 Ac. Wetted = 23.50 Ac. Sub 1 = 13.42 Ac. U1 002919 Rainbow- 1-F Sp1 ayfield �fvs° fii dotj n'�1€{�Z'�`rA r" R' :� S s e j t f S ecificatlons P,ulls,� l: t�l r Ag Rain 33 & ,!Jsp}n T 37A w Nelson 150 Bi Guris , .'1'lar r \. his, , Nil w/].]8" Nozzi'e D S jk 4a� r'' �Hog 9eg 1 «� 205 GPM; 30' r v P- 200' Lane a sir 7. �? Piimmom 14:75 Ac. w/o EndGun ,� r 18.71 A_ c, w/End Gun '• "x r ► y z'{ : 1417 Machine Runs Full Length for 338a tees> 113 Machine Runs 395' Length for 22: De End Gun Runs 207 Degrees Total ' la 'tiRi Valley Si?a,� YO:I f , 1 �a , + r '< 1 .�; WL 7C700 `� +_ u r 1 13; 2 ,•�c� Machin`�,e�L 't �fV. ,,,�' y � l !-. ..i s End Gun* 1 r€' + ��,, 1 e 1 r Nelson SR1�,{10 1, •f'r, w/0r7 No aoster-P ��� t , Pivot Basod QNX g GPvi •,r�;:.rl''' ,,- ,\ ter, r Ci sI f GyJrl# (212.2 :G 4 y F� 71 A :ASP 30()bOQ i}.! e+ Fxrc •"f'. .' .r �' .,�F�yi��}M =�. �,�����'�'��r.. .11 E E 0 CID N T— C-4 CD 0 U-) co 0C: 0 7a \ ���� cm E 0 U') 0 cn CL E C% 'o cli E c (o 04 z >, Z cn v = 9 cli E u 0 c 5 m m 0) cn U. 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Actual Spacing (feet): feet Actual Spacing (%): 67 % '. ' Application Rate -Application Rate =(96.3xFlowiate)/(3.1415x(.9xradius)squared) Design App. Rate = 0.34 in/hr 300 degree arc = 041 in/hr 330 degree arc = 0.38 in/hr 220 degree arc = 0 56 in/hr 180 degree arc = 0.69 in/hr Traveller Speed Travel speed =1.605 x Flowrate ! Desired application amount x Lane Spacing Desired app. (in.) = 0.5 inches 360 degree arc = 3.29 ft/min e 300 degree arc = 3195 ft/min 330 degree arc = 3.59 ft/min ' 220 degree arc = 5�26 ft/min 180 degree arc = 6.58 ft/min ,Mainline Velocity Velocity = .408 x Flowrate / pipe diameter squared feet/sec.** **For buried pipelines, velocity!should be below 5 feet per second Pipe size: 6 inches Velocity= 2132 ft/sec. Page 1 Sheet? `Maximum Mainline Friction Loss i Most distant hydrant: 6 Total distance: 1600 feet Friction Loss Is figured using Hazen/William's Equation Friction Loss= 0.30 feetl100 feet ;Max. Mainline Loss = I5.4 feet or 2.4 psi Total Dynamic Head Sprinkler Press re: 50 psi Loss through traveler: 30 psi Elevation he d: 4.3 psi Mainline lass: 2.4 psi Suction head and lift: 2.3 psi 5% fitting loss: 4.4 psi TOTAL{TDH) = 93.4 psi or 215.8 feet Horsepower Required .,:.:Horsepower = Flowrate x TDH{feet) 13960 / Pump effeciency Pump Description: BerkeleB3JQBM Pump Efficiency: 165 % i I orsepower Required: 17.2 Hp '.,Thrust Blocking Thrust Block Area = Thrust I S it Bearing Strength Thrust: 74�60 feet Soil Bearing Strength: 12�00 feet End Cap: 6.2 ft2 90 degree elbow: 6.8 ft2 Tee: 4.4 ft2 45 degree elbow: 4.7 ft2 Plve Pressure Rating Check Pressure Rating of Pipe to be Used: 200 psi Max. Pressure on system when running: 93.4 psi 70% of Pressure Rating: 140 psi If Max. Pressure on system is less than 70% of Pressure Rating, OK 'Y Aet Positive Suction Head C heck NPSHA: 17 NPSHR: 12 *from umpcurve NPSHA>NPSHR OK Sheet7 Page 3 i i Sheet? (3) CALCULATIONS Pivot/Linear Specifications P1 Itandard Pivot/Linear Type: Valley Pivot 7000 Machine Length: 45.5.7 (feet) End Gun. Radius: 94.8 (feet) Base Pressure: 148 psi Pipe Diameter: 6 (inches) Flowrate(GPM): 305.3 gpm Machine Flow: 212.2 gpm Wetted Length: 55b0.5 feet End Gun Flow: 93.1 gpm Application Rate See Manufacturers Specifications Sheet Travel Speed `-See Manufacturers Specifications Sheet .,'�Malnilne Velocity Velocity = .408 x Flowrate / pipe diameter squared feet/sec." *"For buried pipelines, velocity should be below 5 feet per second Pipe size: 6 inches Velocity= 3146 ftisec. Maximum Mainline Friction Loss Most distant hydrant: P1 Total distance: 1700 feet Friction Loss is figured usin Hazen/Wllliam's Equation Friction Loss= 0:63 feetl100 feet Max. Mainline Loss = 16.8 feet or 4.7 psi Maximum Machine Friction LIoss Friction Loss is figured using Hazen[William's Equation Friction Loss= 0.72 feet/100 feet Max. Mainline Loss = 3.3 feet or 1.4 psi Page 1 0 i 70 w r*-rl-oomC8aac)aa00000 c3C304 (%j LLJ amoQaao oc:�CDpC)C)OOOOOOOC) 0 t: C) C�q'R .9000C>CDOCDaC)C)oc) CO 0 0 CN Lc) (n 0 0 > 'tg CIS Q ki I-D Ci 40 Q ;.j a C) 0 0 0 0 a a 0 0 0 Q a. a 0 CD ID a 0 0 0 C) a 0 a a 0 0 0 Ck 0 a 0- qqqqc!qqqO00000 4) 0 M !,ICU M 0 omm=ovc>000aQC>08000000a8 w00 075 wb000 a o 5 o o o • 5555585 • Q Q 0 mubwvoqqqqqqqqc>qC340qq qc)ao d C) d c) o d ci c; 6 ci 6 c; c; 6 6 6 Ix inbow F'rm A S310059 !".0rayfield Specifications: Pulls <Ag' Rain 33 & Ag Rain 37A w/Nelson 150 Big Guns w/i -18" Nozzle @ 50 PSI 205; GPM; 300' WD 200' Lane Spacing (TYP) F on 7 Hog Houses wf 10c' 7 a O P1 14.75 Ac. w/o End Gun 18.71 Ac. w/End Gun Machine Runs Full Length for 338 I Machine Runs 395' Length far 22 End Gun Runs 207 Degrees Tatal Specifications: Pivot Nallev Standard Pivot 7000' Machine Length-455.7' End'` Gun Radius-94.8' Nelson SR100 End Gun w/0'.7" Nozzle & Booster Pump Pi"vat Base @ 48 PSI; 305.3 GPM (20.2 GPM Machine + 93.11 GPM End Gun) GRAPHIC SCALE 300 0 150 300 600 { IN FEET 1 inch = 300 ft. Lagoon Pull H d Acres -j 1 2.35 7 2.44 P1 18.71 Total 23.50 e rees rees Total Fld 1 = 36.92 Ac. Wetted = 23.50 Ac. Sub 1 = 13.42 Ac. 1Y�`�...- key, PINY r, N FRn. inbow arm AWS310059 rael d LQ9ooh Lagoon Specifications: Pulls , Ag Rain 33 & Ag' Rain 37A w/Nelson 150 B.ig: Guns 1 w/1.18" Nozzle @ 50 :PSI Hog :205 GPM; 300' :WD Houses :200' Lane Spccing (T- P) t 7 7 +' ex�•r�T , a r S �'i1, w' Y .I f t SYfr Puil/Hyd Ages'.: . 0 1 2.35 P1 7 2.44 P 1 18.71 14.75 Ac. w/o End Gun Total .' 23.50 18,71 Ac. w/End Gun `,. iX Machine Runs Full Length for 338 De `rees Machine Runs 395' Length for 22 ire 'lees End Gun Runs 207 Degrees Totai n f Total Fld °1 — 36;92 Ac. Secificatioris'.f'ivot 1,�g pG. Wetted = 23.50 Ac. Vailey Standard 'Pivot 7000 Sub 1 = 13, 2 Ac. [Jlachlne Length-455.7' End Gun Rdd`lus-94:8' Nelson SR100 End Gun w/0.7" Nozzle ,& :.Booster. Pump`� Pivot Base `48 PSI; 305.3 GPM (212.2 GPM Machine + 93.1 GPM End Gun) GRAPHIC SCALE 'Q W o 150 . soo soo Esicl' pp�.. K { rx>JAW ) : vi � n 1 ina 300 it.:: 4/2022'`".:.. urower: KatnDOW r-arm Lagoon Address: Pa Box 759 Rose Hill,J NC 28458 County: Dublin Nursery: Wean to Firjish: Finishing: Farrow to weanling: Farrow to feeder: Farrow to finish: Boars: Storage Period: 25 Yr. / 24 Hr Storm Event "Heavy Rain" Factor Rainfall in Excess of Evaporation Additional Water Usage: Checked By: DSE Date: 04/18/18 Sheet 1 of 7 A Farm Population: ------------------- ------------------- Additional Drainage Area ------------------- LAGOON INFORMATION a Is Lagoon Designed as a i Irregular Shape? (Y1N)------------ Does Operator Want Emrgency Spillway? (Y/N)------------ Was This Design guilt Prior to Sept. 1996? (YIN Is Drain Tile Req'd to Lovier SHWT? REQUIRED!!!!!!! -: Seasonal High Water Ta& Elev: ------------------- Freeboard: I Emergency Spillway Flo I Depth: Side Slopes: ---------------- Top of Dike Elevation: --------------- Finished Bottom Elevation: Start Pump Elevation: ---------------• Stop Pump Elevation: ---------------. LAGOON VOLUME REQUIRED VOL, x Storm Stor = 62896 (Cu.Ft.) Temporary = 162556 (Cu.Ft.) Permanent = 426270 (Cu.Ft.) Total Volume = 650,722 (Cu.Ft.) Depth 10.50 Ft. 19.92 In. 54 In. DESIGN VOLUMES 63,376 (Cu.Ft.) 252,485 (Cu.Ft.) 766,190 (Cu.Ft.) 112 Treatment Volum = 212,636 (Cu.Ft.) 112 Treatment Volumi Elevation = 80.40 Ft. 90 Temporary Storage Volume Elevation = 84.74 Ft. Min. Required Liner Thickness Lagoon Surface Area: (Inside TOD) 1 Murphy -Brown. LLC Engineerfng P.O Box 856.Warsaw. NC 28398 Y N Y 0 3698 Hd. 0 0 0 0 0 180 Days 7.5 In. 7.0 In. 0 0 86.00 Ft. 1.0 Ft. 3 :1 (H:V) 0.0 0.0 87.60 Ft. 77.10 Ft. 85.94 Ft. 83.10 Ft. REQ'D. 100.76% 155.32% 103.54% 116.21 % 86.35 In. 34.33 In, 1.5 Ft. 100.633 S.F. (910) 293.3434 vrower: Rainbow Farm Lagoon Address: PO Box 769 Rose Hill, NC 28458 County: Duplin BASE VOLUME: Checked By: DSE Date: 04/18/18 Sheet 2 of 7 Contour Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT) 77.10 63,434 0 78.00 66,309 58,384 58,384 79.00 I 69,573 67,941 126,325 80.00 72,909 71,241 197,566 81.00 70,317 74,613 272,179 82.00 79,799 78,058 350,237 83.00 83,352 81,576 431,813 84.00 ; 86,978 85,165 516,978 85.00 90,677 88,828 605,805 86.00 94,448 92,563 698,368 87.00 98,292 96,370 794,738 87.60 100,633 69,677 854,415 t These volumes wero calculated using the vertical average end area method. TOTAL REQD VOL 1650,722 CF CUMULATIVE VOL. ZONE VOL, 116.21°/a END PUMP = = = = ' 83.10 FT 440,329 CF TR'MT 440,329 103.544% START PUMP = =: 1 85.94 FT 692,814 CF TEMP 252,485 155.32% MAX STORAGE = 1 86.60 FT 756,190 CF STORM 63,376 100.76% P.O. Box 856,Warsaw, NC 28398 (910) 293-3434 Grower: Rainbow Farm Lagoon 1 Address: PO Box 759I!I�� Rose Hill, Nc 28458 Checked By: DSE Date: 04/18/18 Sheet 4 of 7 Temporary Storage Volume: (Cont.) Rainfall in Excess of Evaporation: Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft Vol.= (1006 3 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft. Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= Storm Storage: Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Y0241-1r. Storm(in) / 12in./ft. Vol.= (1006 3 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft. Total Requi led Volume for 25Y0241-1r. Storm Event (cu.ft)= "Heavy Rain" Storage: Vol.=(LagooSurf. Area + Addt'I Drainage Area) *"Heavy Rain" Factor (in) / 12indit, Vol.= (100613 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft. Total Required Volume for "Heavy Rain" (cu.ft.) _ (for Extended Periods of Chronic Rainfall) Additional Water Storage: No Additional Water Storage is Required Total Required Storm Storage (25Yr. / 24Hr. Storm +'Heavy Rain')= Total Required Temporary Storage (Manure Prod. + Excess Fr.Water + Rainfall Excess + Additional Water Storage) _ Total Required Permanent Storage (Treatment + Sludge) _ TOTAL REQUIRED VOLUME = 660722 (CU.FT.) i urphy-Brown, LLC Engineenog P.O. Box 856, Warsaw NC 28398 i I 68,703 62,896 62,896 (CU.FT) 162,556 (CU.FT) 426,270 (CU.FT) 0 0 Grower: Rainbow Farm Lagoon 1 Designed By: KBW Address: PO Box 759 Checked By: DSE Rose Hill, N 28458 Date: 04/18/18 County: Duplin Sheet 5 of 7 LAGOON DESIGN SUMMARY Top of Dike Elevation ------------ - ----- 87.60 FT. Emergency Spillway Crest Elevation ------------------- Not At Applicable Top of 26Yr. I 241-1r. Storm Storage ------------------- 86.60 FT. Top of "Heavy Rain" Storage ------------ - --- - Not Applicable Start Pump Elevation I ------------------85.94 FT. End Pump Elevation ------------ - - --- 83.10 FT. Top of Sludge Storage --- - ------ - ------ Not Applicable Seasonal High Watertable Elev. — ------ — ---- — --- 86.00 FT. Finished Bottom Elevation i ................... 77A0 FT. Inside Top Length Not Applicable 71 Inside Top Width ------ Not Applicable Side Slopes ........ . ......... 3:1 H:V Lagoon Surface Area ................... 100.633 SF Min, Liner Thickness (if required) ---------------- — - 1.5 FT. Freeboard Depth ---------------- — - 1.00 FT. Temporary Storage Period ---------------- — - 180 Days TOTAL DESIGN VOLUME = 766190 (CU.FT.) Zone Depths: Treatment / Sludge Storage Zone Depth Temporary Storage Zone Depth Freeboard / Storm Storage Zone Depth Total Lagoon IDepth 6.0 FT. 2.8 FT. 1.7 FT. 10.5 FT. I co r co N O s co 0 � O �v(.C) .V) N N o�p M 10UQU) a� F 21, 1. 00 O (D II Q I� co II w 4 11 -i w w w --j w M N w 2 O U O a ° � a H- O ca > W fl a w O w w m I m w I O n, O LL a w = 3 ~ O O ~ cn O p 00 Pd H tL q i .. 0. o�- 0 co m IT oa CV I � E1 LO Z 6 O = O c C m N U u� a c4 t .. w w c 1 s; U AD CL d U ? I Z J .Q .0 t Mi Address: PO Box 759' Rose Hill, N6 28458 County: DUDlin Designed By: Checked By: Date: Sheet 7 of 7 This livestock waste treatm�nt lagoon is designed in accordance with the United States Natural Resources Conserve tion Service PRACTICE STANDARD 359. WASTE TREATMENT LAGOON, revised prior to J�ne, 1996. Emergency Spillway: An Emergency Spillway is not required. SHWT: Subsurface d ain tile will be installed adjacent to the lagoon as shown on the site drawing. The file is being installed to keep the seasonal high water table adjacent to the lagoon !at or below the stop pump elevation. DESIGNE o DSE 04/18/18 >>%41111111", ,,��¢-�N CAq . Q SE AL ' 0?_3994 �`' ''��►1,1/11��'' COMMENTS: The lagoon has been designed as an irregular shape. t NOTE: See attached Waste Utilization Plan This design isjupdate of start and treatment volume level for M inal certifidation of the farm. elevations and to show the 1/2 This design does not supercede the 0. Box 856, Warsaw 0) tsrower: Rainbow Address: PO Box 7 Rose Hill, County: Duplin Checked By: DSE 28458 Date: 04/18/18 Sheet 1 of 7 kEROBIC WASTE LAGOON DESIGN Nursery: ------------------- Wean to Finish: ------------------- Finishing: ------------------- Farrow to w4pnling: ------------------- Farrow to feeder: --------------- i Farrow to finish: ------------------- Boars: ------------------- Storage Period: ................... 25 Yr. / 24 Hr Storm Event ------------------- Rainfall in Excess of Eva Heavy Rain" Factor Raioration ----- --------_---- Additional Water Usage: ------------------- Additional Drainage Area: ------------------- Is Lagoon Designed as an Irregular Shape? (Y/N)------------ Y Does Operator Want Ern rgency Spillway? (Y/N)------------ N Was This Design Built Pri � r to Sept. 1996? (Y/N)------------ Y Is Drain Tile Req'd to Low r SHWT? REQUIRED111}1j1 Y Seasonal High Water Tab,e Elev:------------ ------ Freeboard: ------------------- Emergency Spillway Flow Depth: Side Slopes: ------------------- Top of Dike Elevation: i ---------------- Depth Finished Bottom Elevation: -------- ....... 10.50 Ft. Start Pump Elevation: ---------------- 20.4 In. Stop Pump Elevation: ---------------• 54 In. LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES 0 2993 Hd. 0 0 0 0 0 180 Days 7.6 In. 7.0 In. 183802 Gal. 0 94.00 Ft. 1.0 Ft. 3 :1 (H:V) &0 0.0 98.00 Ft. 87.50 Ft. 96.30 Ft. 93.50 Ft. % REQ'D. Storm Stor = 57151 (Cu.Ft.) 59,983 (Cu.Ft.) 104,95% Temporary = 161968 (Cu.Ft.) 223,279 (Cu.Ft.) 137.85% Permanent = 344196 (Cu.Ft.) 387,543 (CuXt.) 112.59% Total Volume = 563,316 (Cu.Ft.) 670,804 (Cu.Ft.) 119.08% 1/2 Treatment Volumo = 172,098 (CuXt.) 112 Treatment Volum� Elevation = 91.06 Ft. 90 Temporary Storagi Volume Elevation = 94.88 Ft. Min. Required Liner Thickness ------------------- Lagoon Surface Area: (Inside TOD) ------------------- Murphy-Brown. LLC Enrgtneertiq P.O. Box 856. Warsaw. NC 28398 83.26 In. 37.45 In. 1.5 Ft, 91,442 S.F. (910) 293.3434 urower: Rainbow Ffarm Lagoon 2 - esigne y: KBW Address: PO Box 769 Checked By: DSE Rose Hill, NC 28458 Date: 04/18/18 County:__ Du lin i Sheet 2 of 7 BASE VOLUME: LAGOON STAG Elevation (FT.) uoncour Area SF Incr. Vol, fCu. FT) Cumul. Vol. (Cu. FT) $7.50 j 54,807 0 88.00 56,356 27,791 27,791 89.00 59,512 57,934 85,725 90.00 62,746 61,129 146,854 91.00 66,059 64,403 211,256 92.00 69,450 67,755 279,011 93.00 72,920 71,185 350,196 94.00 76,467 74,694 424,889 95.00 80,093 78,280 503,169 96.00 83,798 81,946 585,115 97.00 87,581 85,690 670,804 98.00 91,442 89,512 760,316 These volumes were calculated using the vertical avera a end area method. .' TOTAL READ VOL 563,315 CF CUMULATIVE VOL. ZONE VOL. 119.08°!0 END PUMP = = _ _ 93.50 FT 387,543 CF TR'MT 387,543 112.59% =. START PUMP = = 96.30 FT 610,822 CF TEMP 223,279 137.85% MAX STORAGE _ ( 97.00 FT 670,804 CF STORM 59,983 104.95% Murphy-ftwn. LLC Enginaering P.O. Box 856 .Warsaw, NC 28398 (910) 293-3434 Grower: Rainbow Farm Lagoon 2 Designed By: KBW Address: PO Box 759 i Checked By: DSE Rose Hill, N 28458 Date: 04/18/18 County: Duplin Sheet 3 of 7 MINIMUM t EQUIRED VOLUME CALCULATIONS Permanent Storage: Required Treatment Volume: Animal ype Capacity cu. ./lb) To a Nursery 0 30 1.00 0 Wean to Finish 2,993 115 1.00 344,195 Finishing 0 135 1.00 Q Farrow to we' nling 0 433 1.00 0 Farrow to feeder 0 522 1.00 0 Farrow to finish 0 1,4171 1.001 0 Boars 1 0 4001 1.00 0 Total Required Treatment Volume (cu. ft.)= 344,195 Sludge Storage Volume: Animal Type capacity ALW (cu.ft./16)= ota Nursery 0 30 0.00 0 Wean to Flni h 2,993 115 0.00 0 Finishing 1 0 135 0.00 0 Farrow to we nling 0 433 0.00 0 Farrow to feeder 0 522 0.00 0 Farrow to fine h 0 1,417 0.00 0 Boars 0 400 0.000 0 Total Required Sludge Storage Volume (cu. ft.)= i _Temporary Storage Volume: Manure Production: i 0 Animal ype I Capacity Sto. Period J./day)= Total Nursery 0 180 0.30 0 Wean to Fini ,h 2,993 180 1.17 628,730 Finishing 0 180 1.37 0 Farrow to we nling 0 180 4.39 0 Farrow to feeder 0 180 5.30 0 Farrow to finish 01 180 14.38 0 Boars 1 01 180 4.06 0 Total Manure Production (gals.)= Total Manure Production (cuff)= Excess Fresh Water: 628,730 84,056 Animal pe Capacity Sto. Pero ay = Total Nursery 0 180 0.00 0 Wean to Finish 2,993 180 0.00 0 Finishing 0 180 0.90 0 Farrow to we nling 0 180 0.00 0 Farrow to feeder 0 180 0.00 0 Farrow to finish 0 1 180 0.00 0 Boars 0 _1801 0.00 0 iotai Fresn vvater Excess (gals.)= Total Fresh Water Excess (cu.ft,)= I 0 0 2 PO Box 759 Rose Hill, NC'; 28458 Temporary Storage Volume: (Cant.) 3esigned By: KBW Checked By: DSE Date: 04/18/18 Sheet 4 of 7 Rainfall in Excess of Evaporation: Vol, =(LagoonISurface Area + Additional Drainage Area) * Rainfall / 12in./ft Vol.= (91442Isq.ft. + 0 sq.ft.) * 7 in. /12 in./ft. Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= Storm Storage: Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft. Vol.= (91442 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft. Total Required Volume for 25Yr.124Hr. Storm Event (cu.ft)= "Heavy Rain" Storage: Vol.=(Lagoon ;Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 121n./ft. Vol.= (91442'sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft. Total Required Volume for "Heavy Rain" (cu.ft.) (for Extended Periods of Chronic Rainfall) Additional Water Storage:; Vol. = 183802gals. * 1 cu.ft / 7.48 gals. Total Required Volume For Additional Water Disposal (cu.ft) _ Total Requir 63,341 57,151 0 24,572 d Storm Storage (25Yr. /241-1r. Storm +'Heavy Rain')= 57,151 (CU.FT) Temporary Storage ater + Rainfall Excess + Additional Water Storage) = 161,968 (CU.FT) Permanent Storage (Treatment + Sludge) = 344,195 (CU.FT) TOTAL REQUIRED VOLUME = 663315 (CU.FT.) Grower: Rainbow Farm Lagoon 2 Address: PO Box 7591 Rose Hill, Nt 28458 County: Duplin i i LAGOON DESIGN SUMMARY i Top of Dike Elevation Emergency Spillway Crest Elevation Top of 25Yr. / 241-1r. Storm Storage Top of "Heavy Rain" Storagb Start Pump Elevation End Pump Elevation Top of Sludge Storage Seasonal High Watertable Elev. Finished Bottom Elevation Inside Top Length Inside Top Width i Side Slopes Lagoon Surface Area Min. Liner Thickness (if required) Freeboard Depth Temporary Storage Period Zone Deaths: Designed By: KBW Checked By: DSE Date: 04/18/18 Sheet 5 of 7 TOTAL DESIGN VOLUME = 670804 (CURT.) Treatment / Sludge Storage Zone Depth ----------- Temporary S(orage Zone Depth ----------- Freeboard ! torm Storage Zone Depth----------- e 98.00 FT. Not Al Applicable 97.00 FT. Not Applicable 96.30 FT. 93.50 FT. Not Applicable 94.00 FT. 87.50 FT. Not Applicable Not Applicable 3:1 H:V 91,442 SF 1.5 FT, 1.00 FT. 180 Days 6.0 FT. 2.8 FT. 1.7 FT. 10.5 FT. 00 — oo S' W mm 0+.- o ,r o N L co '' i I — — ti �s I o M C� II p tt7 p00 t[7 1 00 UJ O II uj If =1 W W J W W �D 0 Y O f- U Z a ,L 0 (1) a O ro W a O CI. FW- W 0 a c W z j © 0.. © U) d U- x 4 W � I Q I C4 o.� a oo N E v W Z o p 2 0 �? u�? c C co N = M 0)M, 0 o 5 wacta •.. UJ W .0 Z 4co Ca U F- W I p g :s Grower: Address: ;N1 Rainbow Fafm Lagoon 2 Designed By: KBW PO Box 759�, Checked By: DSE Rose Hill, NC 28458 Date: 04/18/18 Duplin Sheet 7 of 7 This livestock waste treatment lagoon is designed in accordance with theWnited States Natural Resources Consen�Iation Service PRACTICE STANDARD 359- WASTE TREATMENT LAGOON, revised prior to June, 1996. i Emergency Spillway: An Emergen� Spillway is not required. SHWT: Subsurface drain tile will be installed adjacent to the lagoon as shown on the site drawing. The the is being installed to keep the seasonal high water table adjacent to the lagoon at or below the stop pump elevation. NOTE: See attached Waste Utilization Plan ,.�`'= ,,•` p4`. , ,.. ADO Of DESIGNED: ` r✓r 7 DATE 39a4 CINEE COMMENTS: The lagoon has been designed as an irregular shape. i This )date of start and sto elevations and to show the 1/2 treatment volume level for sludge storage. This design does not supercede the original certifidation of the farm. LLC .0. Box 856, Warsaw NC 28398 (910) w IL w 0 4 r. 4) E E 17 E 9 'V .0 LL CL m -6 32 E ir. = z CO 600�00 IIIIIIIINIIIIIII �Illil��llil�nlluu 9�INHAIINIIIIIIIIN ��N�I�IIIII �IIIIIIu � a����nnm�innumu �II�IIIIilll�ll Ilnllll 1w, C J r m a W Z' W ui I Z O NX co 0 OD :Fs N � U is Z 0- CO EIg DO) UwQ N .r.k _ c g ,�Np� N O N EE'`OQ 2 U 4 a 10 d i Q 4 r C i t, i• I r 1 < 0u AL . a O Z L ,. ��Gpp G m o. O N L O m d y Z CL u C c 3 e�co a. o 3 `^�Q 'O' r-mr aL"5oE O ccu¢ cu o m a F N mmc�y'�a NOE2 a �+� N� NN c�a� tn �o ma_ o � IO M4 .00 i tiaf � CO �i i tc O l 'E C liS j m �CC 3 C y 'N M to M . N O MU z c o a c " -- a c `Qz .c y I>io$ c o LR a c Wu aaro'd02�!� .5 a C � U Q C � S2 N ��v N cC E.c iv � L) - 'O = O m O < 0 E0 U m3m &cv, wE V .c ,G f1J .� C U) d . pGp C `, i��p Vi O to O 4 d U H Na R!$�ars' $d� T� WQ Z Cf 3 N O "- La O C �' O O t E CL g o 3 3=,c arc mCy_ m m O E 2a l ©'� DM. 'E C C @ •� .� 6. La a O y O O� 7 N fn N O d a E t4 = FA9 ac)-4) a a�Z'c>>W.0 m 010 W C '6 N C d •G m 'o ffc�'ofl �ma' ac wrn�d is o iTuiil=-All ar3 �ii Sprinkler S ecificat' i ds Sprinkler Type: Nelson 150 Nozzle Size: 1.18 inches Sprinkler Pressure: 50 psi Flowrate(GPM): I 205 gpm Wetted Diameter: 1 300 feet Lane Spacings Desired Spacing (%}: Design Spacing(feet): Actual Spacing (feet): Actual Spacing (%): Application Rate Application Rate = (96 Design App. Rate = Sheet? CALCULATIONS 70 % 210 'PVC irrigation pipe normally comes in 20' pieces, so round to the nearest multiple of 20. 200 feet 67 % 1415x(.9xradius)squared) 0.34 in/hr 300 degree are = I 0.41 In/hr 330 degree are = 0.38 in/hr 220 degree arc = 0.56 in/hr 180 degree arc = 0.69 in/hr Traveller Speed Travel speed = 1.605 x Fiowrate / Desired application amount x Lane Spacing Desired app. (in.) = j 0.6 inches 360 degree are = 3.29 ft/min 300 degree arc = 3.95 ft/min 330 degree arc = 3.59 ft/min 220 degree arc = 5.26 ft/min 180 degree are = 6.58 ft/min Mainline Velocity l Velocity = .408 x Fiowrate / pipe diameter squared feet/sec." ""For buried pipelines, ve i city should be below 6 feet per second Pipe size: 6 inches Velocity-- 2.32 ft/sec. i Page 1 i Sheet? Maximum Mainline Friction Loss Most distant hydrant: 6 Total distance: 1800 feet Friction Loss Is flgu" using Hazen/William's Equation Friction Loss= 0.30 feet/100 feet Max. Mainline Loss = 5.4 feet or 2.4 psi Total Dynamic Head i Sprinkler pressure: 50 psi Loss through Itraveller: 30 psi Elevatlbn head: 4.3 psi Main�ine loss: 2.4 psi Suction head and lift: 2.3 psi 5% fitting loss: 4.4 psi TOTAti(TDH)= 93.4 psi or 215.8 feet Horsepower Required Horsepower = Flowrate xjTDH(feet) ! 3960 / Pump effeciency Pump Description: Berkeley B3JQBM Pump Efficiency: 65 % Horsepower Required: 17.2 Hp Thrust Blocki a Thrust Block Area = Thrust ! Soil Bearing Strength Thrust: 7460 feet Soil Bearing Strength: 1200 feet End Cap: 6.2 ft2 90 degree elbow: 8.8 ft2 Tee: 4.4 1`12 45 degree elbow: 4.7 ft2 Pipe Pressure Rating Che3c Pressure Rating of Pipe to be Used: 200 psi Max. Pressure on sy+rn when running: 93.4 psi 70% of Pressure Rating: 140 psi If Max. Pressure on system is less than 70% of Pressure Rating, OK Page 2 i Sheat7 'A �U. ) c) 0 1 'T Q40), — E cl CR Q;fQ co c5'c) C-1� 1 q t- LO!4 C6 6 cri CV.o c c 0- C w Vilm p CO: Ir. ;,figI d C5 m U) (30- !q M — c ce) SO c) 0 o 0 010 0 0,010 00000 8 '0 C) 0 CR 0 oOoo a o o — C5 6 6.0 ;Ciici CS 6 c; 6 6 01 0 Colo Co. 8 (,4 C.,q* Cc, cc 8 (9: 00! 8 8 8 Q 010 o'O n,o div.R R 04 0!: 0 (ID a C>: C) 0: CD Q. o! 0 m C, 0-8 C> a Q,iQ 0 CD� M �tn o IF, 0 C:),q 0 0,018 1 0 H 861 A CV C4 d: ci (S o o d' 6 6 1c; I cs I cs "!av 0 Wig (M"O 001-1, Cvz, 08 o; 8110 CIO) C, Cp CV) q C) O;Qi c; C', c Q CV ci cj! -coi (0:;, (C:D5 c0i C) 0 -0:0 00 (:>!QIO 0 (D JC4 r-- o r- o 00 IAI'0 90 cn Qla 0 0 0 c> C)IC)i CV CC4> RK4 (V 04 M0000 ! I ' �al� C4 m I i .,Specifications: Pulls Ag Rain 33 & Ag Roin 137A w/Nelson 150 Big Guns w f 1.18" Nozzle 0 50 PSI 205 GPM; 300' WO 200' Lane Spacing (TYP) GRAPHIC SALE :Log..n AV PR logoon F-7 Hog 1 Houses <-r , 5 Ts 3 2 4i i 600 Pull # Acres 1 2.35. 2 7.63 3 5.50 4 4.73 5 3.84 6 3.33 7 2.17 Total 29.55 Total Fid 1 = 36.92 Ac. Wetted = 29.55 Ac. \ Sub 1 = 7.37 Ac. ,cr)j o t 1 OrC'Sf Gt��tL �++ 4/25/2018 D), Annlication andi andling Equipment Cheat the appropriate brir o Existing or ex sand a ' i wit a Jst' wa a ' i ent (WUP or I) Animal waste lapplication equipment specified in the plan has been either field calibrated or evaluated in accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the specited hydraulic or nutrient loading rates, a schedule for timing of applications has been established; required bufierII can be maintained and calibration and adjustment guidance are contained as part of the plan). X New, exoandedl or existine facility without ex' waste a lication eaui g P,P pnten^t for�Pray irrigation (1) Animal waste applicalion equipment specified in the plan has been designed to apply waste as necessary to accommodate the waste management plan; (proposed application equipment can cover the area required by the plan at rates not to e�ceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications has been establi hed; required buffers can be maintained; calibration and adjustment guidance are contained as part of the plan). w1bow Firrttt: A IVS310059 — Rrizal%n Re Des1Fn (Frills) o New. expanded f or existing facility without existing waste agp ' ati P pment for land spreading not using spray irrigation.(WTJP or 1) Animal waste application equipment specified in the plan has been selected to apply waste as necessary to accommodate the waste management plan; (proposed application equipment can cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications has been establisihed; required buffers can be maintained; calibration and adjustment guidance are contained as part of the plan). Name of Technical Specialist (Please Print): -A. Kevin Weston Affiliation Mu h Br wn.LLC dba Smithfield Hog Prod. Bate Work Completed: 4/25/2018 Address (Agency): P. . Box 856 Warsaw NC 28398 Phone No.:_(910} 293-3434 Signature:,y!-' Date: E) Odor Control Insect Control Mortali Management and Emergency Action Plan SD SI WUP RC b,>r ,Z The waste manag ' en plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control Checklist, a Mortaaty Management Checklist and an Emergency Action Plan. Sources of both odors and insects have been evaluated with respect to this site and BestManagement Practices to Minimize Odors and Best Management Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility. Name of Technical Specialist (Please Print): Affiliation Date Work Completed: Address (Agency): Phone No.: Signature: Date: F) Written Notice of New or Expanding Swine Farm r The following signature block is only to be used for new or expanding swine farms that begin construction after June 21, 1996. If the facility was`built before June 21, 1996, when was It constructed or last expanded 1(we) certify that 1(we) havelattempted to contact by certified mail all adjoining property owners and all property owners who own property located across I public road, street, or highway from this new or expanding swine farm, The notice was in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners nodfed areattached. Name of Land Owner: Signature: Date: Name of Manager (if different from owner): Signature: Date: A WC - September 18, 2006 3 rl as I i c � t1i p' jao 8Q �- E��; � W 2 S W �j � a 2.4 a ao a w c UJ a J�� N 'Q t9 Z`p z o z, si d a w Sa i ut0 CD m o z F c n � a) � £ a = t) x E 9 Q. d O ~ N •l LL' I.L � �I I II�NIIANII IIII IIIIIIII IIIIIIII W D �Vp Of ppV Di W t�iJ m W (fl � A7 ,fi3 W W tJi "� W tJl W Vt p Wppp til p Wppp th W t�Tl W I0 p W�pp til p N��j til W t�i1 � W(pp f)t W l�il Q W�jj CJt �p W�pyy W w w Qh W N W o o tit W m t1it t�1t twit O �i O u0i O m C vAi O O m O uAi V O �r O cn O �i OA 4i O ' p w O i 0 '4 0 tii 0 aAi 0 rn 0 rn 0 p Q m 0 0) 0 a"i 0 p O pppp" O O ,N,pp O a Q y N 8 Ny O 1 N� O N N O N O N O N O N O N O N N O N S p N O Np t'S pN O p N O N O O N O N O Q-�� N O O �i V tit m W A �Q �p V N A A A L N A A tNii pwp Q! pL N N N N N N N N N N N N N N N N N N J • d J J J J J J d J J J J J d J J J TI G A A d A A o A 0 d 0 0 ,p A Q A o A 0 A o A a A o g A o A 0 A 0 A 0 A 0 A 0 8 p 4 0 A 0 A C 0 u a VU tVl V VVV V N V V ti V Vt V toN VtPNttNo V V V N V1 tVit VU V Vt V V R LLLQQQQLQL�������ii �p Z O ��pp O i ��.,11 O tt�� O {yy{��..�1i1 G fJ G O O O ��,rt1 O �7 rb O O O W O {� O O twat O c a N —tNWCJt t►NW;aUtWftlthNW WNNNNNWNWNWNW W 01 N C W -4 V C J W-;NCOtONODWQsQ! CD � d CD 01A WiNA�J�Q�Cm7 V co t�qq m C m z m r rn a 1 t � m Iw b W m -i a� A iQ 41 b , 7 N ett to Ch N iiilii� �in�i���i�0 NIIIIII�II IIIIIIAII ,,, „a � . R' s- E to ,6s r E z 0 6 z Z oil um 1nim O CL C0 uj co C5 cr, W w ig CD, CO . CL cr, CL m c F_ 0 E 0 W 0 9 cdy 146) t— EL cx oQ CL E E 0 q -: P 0<:l Q 0— i e 0 T- C4) -co to v CN Im T U) 2 .0 w w ca i co LF< Q 13 WIN'!) __-Oi y.f C tJl ' v Q VII) C E EO z0<Ca a ro .v� N U n � ro � ro Lo u� w ro � N W R iC y a II�J �O LV � 12 m i7 m C _ 2 N N G W N Ix C YI ti �ACOL C E C C Q ro '0 y`o � T ttf C C N C to 0 �" t 0 T' o, '.4 iS tf yy1 E �l C �•' tV m V +A tp n- CO t4 Oi H Z I 0 k 22 �k k \�2 2 � @ ��§ 2 ® $i fG� � ■ $ $§ I ��■ m 7'OL o � \� § �0 �. $ As E� © c$ « k§% 7 0 $ c $Z /� k e c2 §a-4t 2 k� �� 4)98.0 c, § 2f§§ k k �' c&e� e\� § 2mr— $ _ ©■£e n (8,® � g' (1) -q /2P ac� k§ks Sheet? CALCULATIONS Sprinkler Specifications Sprinkler Type: Kornai 140 Nozzle Size: 1.1 inches Sprinkler Pressure: 40 psi Flowrate(GPM): ! 220 gpm Wetted Diameter; 280 feet Reflects a 10% reduction from chart Lane Spacings Desired Spacing (%): 70 % Design Spacing(feet): 196 'PVC irrigation pipe normally comes in 29 pieces, Actual Spacing (feet): so round to the nearest multiple of 20. 200 feet Actual Spacing {p/oj; 71 Application Rate Application Rate =(96.3zFlowrate)/(3.1415x(.9xradius)squared) Design App. Rate = 0.42 in/hr 300 degree arc = 0.51 in/hr 330 degree arc = 0.46 in/hr 220 degree arc = 0.70 in/hr 180 degree are = 0.85 In/hr Traveller Speed Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing Desired app. (in.) = 0.5 inches 360 degree arc = 3.53 rUmin 300 degree are = 4.24 ft/min 330 degree arc = 3.86 ft/min 220 degree arc = 5.65 f 1min 180 degree arc = 7.06 ft/min Mainline Velocity Velocity = .408 x Flowrate % pipe diameter squared feet/sec." **For buried pipelines, velocity should be below 5 feet per second Pipe size: 6 inches Velocity-- 2.49 ft/sec. Page 1 Sprinkler S ecificatiori i Sprinkler Type: Komet 140 Nozzle Size: I A inches Sprinkler Pressure: 40 psi Flowrate(GPM): 220 gpm Wetted Diameter: 280 feet Sheet? CALCULATIONS * Reflects a 10% reduction from chart Lane Spacinas Desired Spacing (%): 70 % Design Spacing(feet): 196 *PVC irrigation pipe normally comes in 20' pieces, so round to the nearest multiple of 20. Actual Spacing (feet): 220 feet Actual Spacing (%): 79 % I Apallcatian Rate Application Rate =(96.3x'Flowrate)/(3.1415x(.9xradius)squared) Design App. Rate = 0.42 Whir 300 degree are = 0.51 in/hr 330 degree arc = 0.46 in/hr 220 degree arc = 0.70 in/hr 180 degree are = 0.85 in/hr Traveller Speed Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing Desired app. (in.) = 0.5 inches 300 degree are = 3.85 ft/min 220 degree are = 5.14 tVmin 180 degree arc = 6.42 ft/min 360 degree arc = 3.21 ft/min 330 degree arc = 3.60 ft/min Mainline Velocity Velocity = .408 x FlowrateI/ pipe diameter squared feet/sec. *"For buried pipelines, vel�city should be below 5 feet per second Pipe size: 6 inches Velocity= 2.49 ft/sec. Page 1 Sheet8 (2) ..I_ Rainbow Farm, AWkn-Inma- Width I Lap R!h Acres -:Startt* Ull # Acres Total, n Stop End Al -M-1 Imids Total I a-!Llqjecfionj:5[di -tiQlac_�40 -- 404 lIttill.Acr ,Ls -- .2.226 0,640 0.520 3.39 IB Mu 2.457 2.457 -67-4-8o'---' 2A 200 0.3 0 3.26 1 386 -7- -72-'* -1772- 0.47E -- r2E. 2002.82 424 2,424 -0- 528 .470 3A 200 394 -1.809 "',--0.580 -0 3.47 38 :-200 72.135 - - 1.809 .4�0 2.86 ............... .... ......... 2.135 0.580 W 200 B 0.470 3.18 200 �0- -2- :02-0 U20 2.91 07 5A 200 408 1873 1.873 2.3.92 :2 58-- 200 1.295 1.295 0.580- - -- $A 200 407 1-869 -1.869 --d- .680 .470 2.34 68 200 2.92 0.470 2.11 7A -1�2--"-T4-12--1.6-27--i-62-7-OiSO--0,326 2.43 8 �-580 �0. 7B 200 478 -2.195 195 - - 470 3.24 zuu 459 10-7 1-07 .;---CF5-80 - 0.470 ij-6 9 240 272 1.499 1.499 T -nO.A6A4nO -24(-- - ---- L---==. 0.520 2.66 11 --§8_4Z8 ' m4O -;0.520 4.2 240 i 757--j.-171---�-,O. 0 0' -- .46 - .17, .520 -�5-0­ 7-394'-- qAi ": 12 5.33 ------- t. -4U 0.670 0.550 13 220 909 -4.591 4.591 0.620 .48 14 1 170 396 1.545 3.561 0.620 0.510 -- 5.72 --!-- 220 399 f015 4.69 HO-00-066, 0.00 15 220 428 ... -i -162 16 220162 620 3.29 1.586 1.586 2-0 d.-510-- 7 166 334 -1. 2.72 0.676 -6:-60-0-660--06 4.11 250 0.550 18A 240 j5l 0.00 0&00 38-6 6�9 0.6-4-0 -r-0'600 18B 240 ' 5.33 3.229 3.229 -0-;l -(�'O 0 -o .640 3.87 100 1746 1.713 1.713 0.320 ---'6.-000 ---7,%r-1.36f- 2.03 20 O.oco 52 1344 1. 1.990 1-99-00.57-00.480. _1.62 -2 3.540 ... �-O 7 �0, �O4 3.04 22 -05-2" 4.69 346 t 2.002 2.002 0.570 1 6::48-0- 'i�Ilu 3.05 0.- 0 0. uuu 0.000 0,000 -! --6.-000. 00.00 �O 0,000 0.000 0.000 0 IFO-OO- 0.00 I (F-T-0.0rO-O.piFO--O.0dF -0. --6- 0 0.000 6- 6. --, .000 0.00 .000 Too 7 0.006 0 10 0.000 (TOOO 0.00 - 0.000 0. 0-0 0 0.000 7 0.00 1 0.000 6 -6i TO-00- 0 -7-10 --6. 0.00 0000 1 0.00� 0.000 - - 0.00 .600 0.000 0 0 .000 -000-, 0. 0.021 0 �00 �006� 00 10 0.00.0 0.000 0.000 '6.-000. ---.o* 0 0.00(T �0.000 00 -4 0.00 0 --- ;.-- - - 0., 00 0.006--- 0,00 0 io 0.01 0 0�0 0 0 0 &-, &6 ---0.00 6.000 0.000 0.6-00 0 .666 f07 ------ 0. vo 0 -Acras 4AC n-7 Page 1 Rainbow Farm AWS310059 Optional Sp►ra yflods (i/Agr+esment) II Total Fid 8 a 1.52 Ad. T1366 j Total fld 18A-198 a 13.81 Wetted - 12.85 Ad. Svbl8A 198 = 0.96 Ac. '1337 'otoi F1d to-7A = 21.62 Pelted = 20.11 Ac. wb 1 A-7A - 1.51 Ac, TI366 Total Fld 20 a 6.00 Wetted 3.04 Ac. Sub 20 = 2.96 Ac. T1366 Total Fld 21-22 = 9.73 Ac. Wetted - 7.64 Ac. Sub 21-22 = 2.09 Ac. i GRAPHIC SCALE ( IN FEET ) I' inch = 800 M Total F1d A = 51.69 Ad. 1 00 T1337 Total Fid 18-78 a 23.50 Ac. Wetted a 20.67 Ad. Sub 18-78 0 2.83 Ac. T1337 Total Fld 8-11 = 20.32 Ad. Wetted - 16.61 At. Sub 8-11 - 3.71 Ac. Mop revised 5j7f2018 to reflect Name change Acreages remained the same m In L CL rn 0 I N `n N � d LU > a O u m CL u CL Q a 06 a Vf L +r m c i!f a C ¢ ° > > a 3 CL -a 0 a V t O m a a "- a : m C O O 16. � C ❑ CCL :3 CL 0 a o CL O OA O O .c .0 CaE L ` 0 a C M �- C CL > � m o w db � m C aO -a c a' 45 CL O �1 Cs N L m u t p A v E `- - 3 .C2 L a in m %A m a �. a 'a d 4, O u �n O -a O n O O cr a O a O to L y > a .� c L U a O •3 41 u 4- > u u �- t° cc 3 a �-, cc tao Gi U i �--�. CL rl u a 4y 41 p to bA CU 'a 0 40- aU= V � 3 c m am m C C L E �i o N O �o a 4 u1 > � tw w m m m .0 N v ilt W :a CL = r ?' 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CL C w ai -0 0L cx CL M m w C IUA 0 w .— 4� m 0 0 -0 '1'- 41 q W W r u E u " CL = 'D " M 0 0 — 0 W CA .a p m a 4- 1 a T: 0 CL - m w 9bc m :3 C C E 'v > 0) tw C rL o CL t m E4i wm—L-L- tL. ti o c L- M 0 Q w w 41 's -ru o co CL V) c -0 u E am CL U S CL th 0 -C u ooa o00 El 0 m 0 Mortality Management Methods Indicate which method(s) will be implemented. When selecting multiple methods indicate a primary versus secondary option. Methods other than those listed must be approved by the State Veterinarian. Primary Secondary Routine Mortality ao Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal death. The burial must be at least 300 feet from any flowing stream or public body of water (G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal high water table. Attach burial location map and plan. Landfill at municipal solid waste facility permitted by NO DEQ under GS 15A NO 13B .0200. Rendering at a rendering plant licensed under G.S. 106-168.7. Complete Incineration according to 02 NCAC 52C .0102. rj A composting system approved and permitted by •the NO Department of Agriculture & Con- sumer Services Veterinary. Division (attach copy of permit). If compost Is distributed off -farm additional requirements must be met and a permit is required from NO DEQ. oa In the case of dead poultry only, placing in a disposal pit of a size and design approved by the NO Department of Agriculture & Consumer Services (G.S. 106-549.70). j`1 Any method which, in the professional opinioniof the State Veterinarian Would -make possible '; tU-J the salvage of pert of'a dead animal's value without endangering human or animal health. (Written approval by the State Veterinarian must be attached). Mass Mortality Plan Mass mortality plans are required for farms covered by an NPDES permit. These plans are also recommended for all animal operations. This plan outlines farm-speclfic mortality man- agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup- ports a variety of emergency mortality disposal options; contact the Division for guidance. • A catastrophic mortality disposal plan is part of the facility's CAWMP and Is activated when numbers of dead animals exceed normal mortality rates as specified by the State Veterinarian. • Burial must be4one in accordance with NO General Statutes and NCDA&CS Veterinary Division regulations and guidance. • Mass burial sites are subject to additional permit conditions (refer to facility's animal waste management system permit). • In the event of imminent threat of a disease emergency, the State Veterinarian may enact.;;. additional temporary procedures or measures for disposal according to G.S. 106-399.4. Signature of Farm Owner/Manager Date Signature of Technical Specialist Date